Post-earthquake analysis and optimization method for urban water supply pipe network based on delay simulation
A technology for urban water supply and water supply pipe network, applied in the field of safety risk assessment, can solve problems such as poor urban infrastructure, broken and damaged water supply pipe network, etc., to achieve objective evaluation results, save repair costs, and ensure the effect of normal operation
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Embodiment 1
[0092] refer to figure 1 Looking:
[0093] Analysis and optimization method of urban water supply pipe network based on delay simulation, including the following steps:
[0094] S1: Monte Carlo Simulation Law on Water Supply Pipeline Random Simulation, combined with water supply pipe network shock damage statistical experience and pipeline physical properties, determination of pipe damage point position, damage state and leakage type leak type, according to Pipeline seismic failure probability random simulation generates sequence sequences for pipe segments in different time periods;
[0095] S2: Temporal and Spatial Characteristics Analysis of Water Space after Shocking Urban Water Net Water Node: Determine the water characteristic curve of various nodes; consider the evacuation of urban evacuation migration in the earthquake, determine all kinds of nodes After the earthquake requires spatial change and time variation characteristics, the water consumption of the water consumptio...
Embodiment 2
[0100] Based on the first embodiment, the present embodiment has been further improved, specifically:
[0101] The step S1 includes the following specific steps:
[0102] (1) Assuming that the pipeline seismic is destroyed to a random independent event, along the length of the pipeline from Poisson distribution, the probability of damage after the earthquake is:
[0103] P f = 1-exp (-rr · L) (1)
[0104] Rr = 4.75 × k 1 × PGV × 10 -3 (2)
[0105] In P f The probability of damage occurring after the seismic pipe; L is the length of the pipe, the unit km; RR is the average shock risk of the pipe, the unit / KM, RR uses the seismic wave caused by the seismic wave proposed by the American Life Engineering Federation. , Ie, (2); PGV is a peak speed, unit cm / s; k 1 In order to consider the adjustment factor of the pipe, pipe diameter, interface form, site conditions;
[0106] The distribution of pipeline failure points after the earthquake is determined by Poisson random number and u...
Embodiment 3
[0117] On the basis of Example 2, the present embodiment has been further improved, in particular:
[0118] The step S2 includes the following specific steps:
[0119] (1) According to the "urban seismic disaster prevention planning standard", the space migration of per capita demands and post-earthquake disasters after the earthquake, obtaining the spatial variation of the demand for user nodes after the earthquake, and combines urban scale and demographic density. Calibration;
[0120] (2) Reference to the water type delay variation of water type before the earthquake, combined with urban shock prediction, emergency refuge planning and disaster relief experience statistics, resulting in different types of water delay at different types of water delay at 72 hours after the earthquake.
[0121] Specifically, the user demand delay analysis can be carried out in the following manner:
[0122] A. Pre-earthquake water supply delay analysis: Select a certain month's user meter reading ...
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